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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 CrAccepted-AOC | ₹10.4 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹17.5 CrRejected-Finance | ₹17.5 Cr | L2 | Rejected-Finance Being L2 |
| 3 | L3₹21.9 CrRejected-Finance | ₹21.9 Cr | L3 | Rejected-Finance Being L3 |
| 4 | L4₹24.5 CrRejected-Finance | ₹24.5 Cr | L4 | Rejected-Finance Being L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified as per WLR QE Mar 2020 of HQ DGBR. |
Tender Value
₹10.5 Cr
EMD Value
₹8.5 L
Closing Date
8 Jun 2020, 1:00 pmClosed
CHIEF ENGINEER HQ CE (P) VIJAYAK PIN 931721
HQ CE (P) VIJAYAK PIN 931721 C/O 56 APO
DESIGN AND CONSTR OF 130 M SPAN MAJ PMT BR DURGA BR WITH STEEL SUPERSTRUCTURE THROUGH TYPE INCLUDING SUBSTRUCTURE SUBSOIL INVESTIGSTION AND PROOF CHECKING OF DESIGN AND DRGS AT KM 173.55 ON LEH CHALUNKA RD UNDER 54RCC 16 TF OF P VIJAYAK IN LADAKH UT
2020_BRO_552853_1
CE (P) VIJAYAK/54/2019-20
Open Tender
Civil Works - Bridges
730 days
54 RCC
As per Tender documents
16 documents required · 16 mandatory
₹0
₹8.5 L
Yes
HQ CE (P) VIJAYAK PIN 931721 C/O 56 APO
4 Aug 2020
17 Mar 2020
9 Jun 2020
18 Mar 2020
8 Jun 2020
24 Mar 2020
19 Mar 2020 - 21 Mar 2020
23 Mar 2020
Amount
140 mtr Twin Span(70m+70m) Chalunka bridge
Design and construction of 130 m span(90 mtr+40 mtr) major pmt bridge (Durga Bridge) with Steel Superstructure(Through Type), well foundation at Km 173.55 on Leh-Chalunka Road under 54 RCC/16 BRTF/Project Vijayak in J&K state with span arrangement as per cross section of proposed Bridge site, as per NIT drawing and based on Hydraulic data, ground data, sub Soil data, Special Condition, Particular Specification of the Tender Document including Plate load test of Foundation, load testing of superstructure as specified, all preparatory works excavation of foundation, construction of abutments/pier, POT & POT cum PTFE bearings seismic arresters of abutments/pier cap at appropriate place, steel truss superstructure (through type) including design, launching/erection of staging work if required, Wearing Coat having non skid surface, Strip Seal Expansion Joints, Hand Railings, Kerbs, Crash Barrier, Guard Posts, drainage arrangement over carriage way and footpath, service arrangement for utilities, painting all exposed steel works and kerbs, 1.5m wide Footpath both sides, temporary river training works & diversion and all other items of works required and necessary for the complete construction of the bridge including curing but excluding works on approaches and approach slab.
SGF INFRA PVT LTD
V.K.Gupta and Associates
A.K. Engineers and Contractors Pvt. Ltd.
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